: Choose from parametric templates like concrete box girders, steel I-beams, or precast U-girders. You can specify different cross-sections along the bridge's length.
No. CSI Bridge replaced the SAP2000 bridge module starting from version 16. The CSI Bridge User Manual is the official replacement. If you are using an old SAP2000 bridge workflow, you must migrate. csi bridge user manual
| Scenario | Which Manual to Open | | --- | --- | | "How do I draw an abutment?" | (Chapter 3 – Substructure) | | "Why is my moving load not giving moment envelopes?" | User Manual (Chapter 5 – Analysis Cases) | | "What is the convergence tolerance for nonlinear analysis?" | Analysis Reference Manual (Chapter 4 – Nonlinear Analysis) | | "How does CSI Bridge calculate influence surfaces?" | Analysis Reference Manual (Chapter 10 – Influence Surfaces) | | "What formula is used for shear design in AASHTO LRFD?" | Bridge Superstructure Design Manual (Chapter on Design Code) | : Choose from parametric templates like concrete box
The manual explains when to use a simple spine model for preliminary analysis and when to transition to area (shell) or solid objects for detailed stress distribution. 3. Loading and Analysis Types CSI Bridge replaced the SAP2000 bridge module starting